The dynamic response of cylindrical and conical panels subjected to arbitrary time-varying load distributions is studied and appropriate equations are presented. Convenient trigonometric series are used, in conjunction with finite-difference methods, to reduce the governing equations to sets of matrix equations. The numerical solution procedure involves time integration, using an unconditionally stable implicit (Houbolt) scheme, together with a Gaussian elimination technique particularly suited to the banded matrices involved. Calculated results treat the effects of conicity and various support conditions on the structural response. Individual cases show quantitatively how cylindrical panel response is more sensitive than that of conical panels to changes in edge restraint.
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June 1969
Research Papers
The Dynamic Response of Cylindrical and Conical Panels
J. N. Rossettos,
J. N. Rossettos
AVCO Systems Division, Wilmington, Mass.
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R. F. Parisse
R. F. Parisse
AVCO Systems Division, Wilmington, Mass.
Search for other works by this author on:
J. N. Rossettos
AVCO Systems Division, Wilmington, Mass.
R. F. Parisse
AVCO Systems Division, Wilmington, Mass.
J. Appl. Mech. Jun 1969, 36(2): 271-276 (6 pages)
Published Online: June 1, 1969
Article history
Received:
July 31, 1968
Revised:
January 22, 1969
Online:
September 14, 2011
Citation
Rossettos, J. N., and Parisse, R. F. (June 1, 1969). "The Dynamic Response of Cylindrical and Conical Panels." ASME. J. Appl. Mech. June 1969; 36(2): 271–276. https://doi.org/10.1115/1.3564620
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